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HomeMy WebLinkAbout20211478 Ver 1_USACE Permit_20220210Strickland, Bev From: Phillips, George L CIV USARMY CESAW (USA) <George.L.Phillips@usace.army.mil> Sent: Thursday, February 10, 2022 11:31 AM To: Sean Clark; Ian McMillan Cc: Cohn, Colleen M; Kim Browning; jmurnock@res.us Subject: [External] Oasis Church / Holly Springs / Wake County / SAW-2021-02099 / NWP 39 Verification Attachments: SAW-2021-02099 - NWP 39 Verification.pdf; NWP39.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Mr. Davis and Mr. McMillan, Please see the attached nationwide permit verification and MRTF for the above referenced project. A hard copy will not be mailed. Please note that the work is authorized by the above referenced permit provided it is accomplished in strict accordance with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit. Lyle Phillips Regulatory Specialist US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: (919) 554-4884, Ext. 25. Fax: (919) 562-0421 Email: George.L.Phillips@usace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this site and complete the survey. i U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2021-02099 County: Wake U.S.G.S. Quad: NC -Apex GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Holly Springs Foursquare Church dba `Oasis Church' Todd Davis Address: 1828 Ralph Stephens Road Holly Springs, NC 27540 Size (acres) —8 acres Nearest Town Holly Springs Nearest Waterway UT to Basal Creek River Basin Neuse USGS HUC 03020201 Coordinates Latitude: 35.6332 Longitude:-78.8395 Location description: The proiect site is south of Ralph Stephens Road between Castaway Court and Piney Grove-Wilbon Road in Holly Springs, Wake County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 119 linear feet (0.01 acres) of stream channel, the permanent discharge of fill material within 0.146 acres of wetlands and the temporary discharge within 0.054 acres of wetlands. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 39. Commercial and Institutional Developments SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 9/27/2021, the additional information submitted via email on 11/22/2021 and the enclosed plans Oasis Church dated 8/26/2021. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact George Lyle Phillips III at (919) 554-4884 X25 or George.L.Phillips(a,usace.army.mil. Corps Regulatory Official: ����(,&- MX#w /it Date: 2/10/2022 Expiration Date of Verification: 3/14/2026 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/Pp=13 6:4:0 Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609 Jason Murnock — RES, LLC. — 701 E. Bay Street, Suite 306, Charleston, SC 29403 Kimberly Browning — USACE — 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 SAW-2021-02099 SPECIAL CONDITIONS a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. Action ID Number: SAW-2021-02099 County: Wake Permittee: Holly Springs Foursquare Church dba `Oasis Church', Todd Davis Project Name: Oasis Church Date Verification Issued: 2/10/2022 Project Manager: George Lyle Phillips III Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: George Lyle Phillips III Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or George.L.Phillips@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date U.S. ARMY CORPS OF ENGINEERS Wilmington District Compensatory Mitigation Responsibility Transfer Form Permittee: Holly Springs Foursquare Church dba 'Oasis Church', Todd Davis Action ID: SAW-2021-02099 Project Name: Oasis Church County: Wake Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors. Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03020201, Neuse River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.146 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020201, Neuse River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.292 Mitigation Site Debited: EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank— Blackbird Site (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsorfails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Pagel of 2 Form Version 10 June 2020 updated CESAW-RG (File Number, SAW-2021-02099) Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from RES, LLC., confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 11/22/2021 was included with the preconstruction notification. This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1 j the Permittee, 2) the District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to SAWMIT@usace.army. mil). Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office. USACE Project Manager: George Lyle Phillips III USACE Field Office: Raleigh Regulatory Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Email: George.L.Phillips@usace.army.mil 2/10/2022 USACE Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mi1. 00 CD N Cn !n U N O L o_ W N 0 \ Q� 0 EXISTING o \r 1 \) \\ \ \ R/W \\ ' � \ \ CLAYTON PROPERTIES GROUP INC I \\ `� \\ D.B. 017388 PG. 01134 Z O CO i \ \ \ 1 y \ 1 \ \ �\ \ \ \^ PIN 0648-76-7101 z ZONING: R-20 �\ 3.68AC w g O I II \\\ 1 \ \\\ \� \ \ \ 1 449 \ \ O REGINA D BARROW II \ \ \ !\ \\ \\\ w o D.B. 007036 PG. 00621 PIN 0648-75-1814 ZONING: R-20 1.56 AC I I \ \ 1 l f \ \\ 1 II \ \ 1 \ 11231, \ \ \ ♦ \ \ \ \\ \ � ♦ \ \ \ \ \� �� O Z I T I(r\ i / • / �' � ' Fs _\�` �\ �lrq NC,S,�, L/ �� ^ , ELIZABETH Y BARNES & PATSY Y EDWARDS \��11111111, ,/CD .. ,. \\�P'•••. '•. \ • � o EX�ST/�IG SARI • kvI; Ag(E \ \I \\ / \\ 9BlE�ip / �g �i�� j �\ V�� r==_ / ^ / \ w • —_ — : D 01213 47 85-1962 PI ZONING: R-20 2.54 AC - -< - _ 'O y , d ;lcyU I • EXISTING •' �Q\ 44�\_ 48" RCP EXISTING /� �i� `'I \���� J �''�N PROPOSED 48 RCP CULVERT 42 RCP CULVERT CULVERT 446.3 J • m / 43150 Z RISER Y t'(k8 _ co _ ROOM .,.. /1vva PROPOSED X O ., 'qS/ �.NEGS,E/RIv ,. 42 RCP CyERA YP` fI zo II E83`\IY-),-CULVERT F-Pr43 ET(93sRC /_ `o I 7vv EXISTING ti R/W R� A\ (� j \ I A� o v / / ,% . I�'���' ♦ ���� I p `' IV \� I '� / �� PCP oa co� Q� / , a „ =' 3J� � �- /\ I • t� rn S \ /EXISTING I NRB i 1 NRg II I 435 STREAM i 20' °NE 1 o t Q r1 ` � \ i�i� \ •► / L-,ON NR I� B I b� u \ / a i ,• (� 1 1 \ / I \ �� / I I I LIGHTBRIDGE PARTNERS, LLCCL. � ti 6\ n o 44 ' D. B. 17437 PG. 94 PIN 0648-85-0369 Ln �c ;t � / �� A \ ZO2.30 43 AC II ♦. \\ t� \ I I ='` �, �,�— EXISTING WETLANDS I ' \ I G ♦. v v v � 22 EOP EOP II 1 ♦♦ \ \ AI �L / �� STEPHEN EDWARD SCARABIN & SANDRA D SCARABIN I V ♦♦ \ vv EXISTING D.B. 016189 PG. 00185 g E \ I I w i PIN 0648-75-2333 2.03 AC \ ♦ \ WETLANDS y� ♦� \ \ 0 .. a _ zLd O ♦ ♦� v A I ,... r\ I / �w vai _ N Q E w z o z 0 ♦ ♦�' D �dE `1' �' �/ `1' �' �/ �/ �' I u I I O O z Z f rWo w \\ II I 425 ♦�♦/ \�l/\ �/ •�/ �/ �/ �/ �/ �II I I J �LLj zw i' Wo z 0VO0x �Q N �0 oTYPE II CONCRETE PIER `: \ 4L �I/ TOHS D AIL HS7 O� \ O ��/ �II II z z d U.JLL, O � O U N NP��,RR O— ♦ I / \ Ij�II � III \— Ld w p azw ¢ o $! cn 0 g aO 0 N a_ 0 CJ aY `♦ I I � II I \ I I ♦� \ \iR\ �' �' �' �' J' I ♦ \ L I I �,�' �I� v I M PACT MAP TOTALS TOTAL PERMANENT WETLAND IMPACT = 6,425SF O ` / ill1/ 1I1 TOTAL TEMPORARY WETLAND IMPACT = 2,373 SF CL \ I 1 41\ `� I o\\ ♦�♦♦ I vi 1� / IIII Ill PERMANENT BUFFER IMPACT (ZONE 1) = 7,077 SF Q \ m \ `1' `1' �VI I Il PERMANENT BUFFER IMPACT (ZONE 2) = 3,850 SF TOTAL PERMANENT BUFFER IMPACT = 10,927 SF r^ v J CL EXISTING �♦ \ I I I \ '` ll \\ II \ = TEMPORARY BUFFER IMPACT (ZONE 1) 466 SF ( 1 / \ `g I I STREAM n I III \ TEMPORARY BUFFER IMPACT (ZONE 2) = 424 SF TOTAL TEMPORARY BUFFER IMPACT = 890 SF z .I /�—�\ �\ 425 ��\ QL ♦ 20, ♦ .1/ 0g w I I PERMANENT STREAM BUFFER - 119 LF Q �► I I Q ♦I Nam\ 14/ �.�� I I I I o C z NRg ONE 1 I I ONE I \50I ♦ \ 1I � I I \ \ 50' ♦ `I/NNSE f ER I I I I I / L UJ NEU E RIV ♦ BUFFER TYP) BUF ER (TYP) co � - O z �\ I ♦♦ �/ \�\ X. � / (n W O \ - N ♦. \\ Q C z '♦ \\\ J (f) Ow ct m `♦ GRAPHIC SCALE o J � I / 50 0 25 50 100 200 = J zQ w ♦♦ I / ? ( IN FEET ) \ � 1 inch = 50 ft. O '♦ FOR REVIEW ONLY— D.B. 082202PG. 17 2 �.♦ ����. NOT FOR CONSTRUCTION PIN 5-7081 \ `♦ SOUTHER`! CROSSROADS, INC ZONING: : R-8 � 13 D.. 016u15 PG. 0375 PLAN I S SUBJECT TO REVISIONS DURING 2.74 AC ♦ \ ♦♦ I \\\ I PIN 0648-84-6643 ZONING:R-30 14.34AC THE CONSTRUCTION APPROVAL PROCESS DRAWING �• i ///j/f�%/ \ SHEET \ I ' ♦ `I V THIS DRAWING IS THE PROPERTY OF: �♦ The Spaulding Group, PA INDEX ♦ / and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not PROJECT N U M B E R to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. 926-19 ROOM PROPOSED 42" RCP CULVERT +� 445 \ d d e ramv ° d a° NR / L O ♦\ d SITE 1 a =� _ � � �'J• 1 !s -_- _ I i 04 PERMANENT WELAND ♦ ♦\qA IMPACT- w \ \ \ w ..f 3 or _ —\ EXISTING , I NRB N \ I R8 I ONE 1 ► 20 I► --,"—� \ \ _ IW� \ , STREAM �, ZOO ► , �, \ \ �♦, \ \ ,\ � � �� � I 1 NRB ► I I � ONE I \ I • V I• . ••�/ • ` I I J� 1 1 II II II ���lll/// ���lll/// SITE 1 \ � \ seed / , • 5 •. II II � I' i � II v \ d '`/., ;/ ' , ••I • I = I;'_, `�'I I; �, �, ,�; \\ % TEMPORARY WETLAND IMPACT \ d ' ♦\ I 1 1 1 1 1 1 1 1 1 1 1 ' f' 1 1 I 1� 1 1 1 II f \ SITE 1 ''' I1 1 474 SF ; ; i ; ' l , . \ \ PERMANENT WETLAND 44 A� II �y II I o IMPACT I I % d 1 d \ I I I 1 1 1 1 1 1 1 1 1 1 / 3,809 SF I I I F I j1, ,11„ 111 � I I v i 1 1 1 1 1 1 1 Jr1 e 1 1 1 1 1 1 1 1 N, \ i i 1 n ° 1 1 1 1 1 1 1 �y 11 1 1 1 1 1 1 1 1 1 I I O fi 1 / 1 1, I 1, 1 1 1 �I d I I r'1 i i i 1 1 i r 1 I 1 � I II I I IA110" I1I I 1� I JSITE 11j�, I �; 1it , I ,I 11 1 1 1 1 1 I II ;, 11 �„ l l 1 1 1 1 io PERMANENT WETLAND IMPACT II I r�1 II EXISTING WETLANDS 1,187 SF I I I I I/ 1 1 1 II d \ \ I I I I I I I I I I I I SITE 2 IJI �`JI I I I \ I I I ` ' r PERMANENT WELAND d I I `�, I l l j ° \ N- I I 1 1 1 1 1 ' � ` ' ' IMPACT \\ � 1 1 1 1 1 a I I I i i i 1 i I, , 1 1 ` 1 1 1 1 1 '1'' 150 SF \� 1,00 S JI i 1 1 1 —I \\ EXISTING °`a°d —=� I WETLANDS — — ♦ �/ \ � w `\ 1 � � _sue � �---- \ �/ �/ i I I I ♦-- \ �♦ � \,wFw J,- SITE 1 '' � �coI ♦� `\\ TEMPORARY WETLAND ' 425 �• IMPACT ♦�. TYPE II CONCRETE PIER m .` 471 SF I 4L ♦� PE TOHS D. TAIL HS70A �., SITE 2 ♦.� TEMPORARY WELAND I II `♦♦ I I � I I I I 1 IMPACT 428 SF CD Cn `♦ \ �� j I i ; I I I ## In ♦ 1 � II I ♦�♦il � vvvJ 1 1 n _w --,I- W. ti W WETLAND IMPACT MAP TOTALS TOTAL PERMANENT WETLAND IMPACT = 6,425 SF TOTAL TEMPORARY WETLAND IMPACT = 2,373 SF GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. FOR REVIEW ONLY — NOT FOR CONSTRUCTION PLAN IS SUBJECT TO REVISIONS DURING THE CONSTRUCTION APPROVAL PROCESS THIS DRAWING IS THE PROPERTY OF: The Spaulding Group, PA and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. so LJJ N O c O 0 z oU) �z z w2 �0 U 0 W a No \\��111111111j, N O N = U : Cwi) _- < N � p w •v � a A Ln A xti L0 r, W H U o z 2 O Z U J Q CJ Z W O a N O U tr Of L- Wo J O O �_J O (0�' N W ZO F, ow >N � F O S Q O W_J U H N U o O 0 Q Z� L W M W Q U (n W Q WWj Z 0:2 OIn O— 0 Of W Z In d d d Y vJ z o U° z � Y J � QL � wz z� QCLow O J �� z w EIP-1.0 PROJECT NUMBER 926-19 a d'-F d �4z�� 445 440 ass B�/C J aso 446 EXISTING 48 RCP _____�___ � EXISTING PROPOSED 48" RCP CULVERT 2" RCP 425 CULVERT � ,1 CULVERT d ° d d \ d R SITE1 PERMANENT BUFFER O I M PACT —ZONE 1 �S 3,853 SF A cti 20, SITE 1 PERMANENT BUFFER IMPACT — ZONE 2 31850 SF SITE1 TEMPORARY BUFFER ' IMPACT ZO N E 1 ,d — d' 297 SF w d EXISTING , STREAM M 4 � a II I I I II I SITE 1 =I � TEMPORARY BUFFER IMPACT — ZONE 2 \ 225 SF U 7 IN, V LANE n \ \ II I d \ \\ / 1 4A3 / I 446.3 Q 11 -1 +00 \ Z W p - EXISTING — - N O GROUND (TYP) co 111 co— W Z ZIN$TALL 12". W ED o TAP SLEEVE \ W / NJ ON 2" WATER EXISTING LINE EXISTING W_ / W— W— vv--,vlvl NJ GROUND (TYP) EX. 2" RCP CULVE T U� _ — N 2x 2x8" TEE 1 - 12x12x8" - 12" GATE V TEE 1 - 8" GATE VALVE 1 - 8" GATE VP LVE EX. 48" RCP TO BE EXTE CULVERT NDED 1 EX. 8" PVC PIPE d� d� O O M CO 6) � co op O I� O O CO � LO O (D It CO O� O It It O 6� CO It � M CO N Lfl (D M Ln (D U) O CO 00 O O M O O -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 ALIGNMENT: Ralph Stephens Road Waterline Alignment RALPH STEPHENS 12-IN WATERLINE VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' �I PERMANENT STREAM 30' 30► m�� N R B NRg iy i ONE 1 ► 20 ► ZOO\� , N RB ► ONE ► mA 41 `' �000' ^yam II � E I I \ I I I IN vv \\�\\� • w_ SITE 2 w PERMANENT BUFFER _ M PACT —ZONE 1 -- _ 3)224 SF —_-------_ SITE 2 PERMANENT BUFFER IMPACT — ZONE 2 2)432 SF SITE2 TEMPORARY BUFFER I M PACT —ZONE 1 169 SF SITE 2 TEMPORARY BUFFER IMPACT —ZONE 2 199 SF XISTING WETLANDS 9 W, 0 Z O U) cn ~ z w2 2" BLOWOFF O (� U �tSSEMBLY (n V/ 12" GV = O w a o� Z \11111111/��/ \\0 N O N LLJ �v- V) _ =U '=col;•••......• •� �P; 6+50 < N � � n It �w •v C071 a A O ho rt .N ) Q 4, BUFFER & STREAM IMPACT MAP TOTALS PERMANENT BUFFER IMPACT (ZONE 1) = 7,077 SF PERMANENT BUFFER IMPACT (ZONE 2) = 3,850 SF TOTAL PERMANENT BUFFER IMPACT = 10,927 SF TEMPORARY BUFFER IMPACT (ZONE 1) = 466 SF TEMPORARY BUFFER IMPACT (ZONE 2) = 424 SF TOTAL TEMPORARY BUFFER IMPACT = 890 SF PERMANENT STREAM IMPACT = 119 LF GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. FOR REVIEW ONLY - NOT FOR CONSTRUCTION PLAN IS SUBJECT TO REVISIONS DURING THE CONSTRUCTION APPROVAL PROCESS THIS DRAWING IS THE PROPERTY OF: The Spaulding Group, PA and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. L0 r, LJ H U � a 0 oCy- 2 O Z U � J _Z Q 0 Z L I N O U W W CE LQ' W O-J OO�0 �DOa Z wN O>F � Q LEI IUWQQ U 0 OfZ' 0 0< O UH (nU 00 O O 00�Z Q � n U w Na ww Z� 0� 0V) o_Of U) CL z Q _ ° CL U o I� _ CL O U Y Q z W W Fnz Q zLL O J � z w EIP-2.0 PROJECT NUMBER 926-19